Calculation of skirt bases without cover plates and shims
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Has anyone encountered vertical equipment with a skirt that consists only of a base ring plate and reinforcement plates, but no cover plate or gasket plate? How should such a skirt be calculated in SW6?
Give it a try: without any structure and without entering any data, see if the program will perform the calculation
Under normal circumstances, this structure is chosen only when the bolt serves solely as a fixing element.
No data needs to be entered for the program to perform calculations; however, SW6 should have this operating condition.